Atch_1_-_PLANS_DWG__635_192070_Final_Construction_Documents.pdf

RANGER

STATION

QUALITY DESIGN CERTIFICATION

STATEREGION COUNTY

NAME OF PARK

TITLE OF PROJECTREVISION

LOCATION WITHIN PARK

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

UNITED STATES

DEPARTMENT OF THE INTERIOR

RECOMMENDED:

Project Manager

APPROVED:

Superintendent

Date

Date

REPLACE EAST LIFT STATION

FORT PICKENS

SOUTHEAST ESCAMBIA FLORIDA 1 11

303760

XX

XXXXXX

CONSTRUCTION DOCUMENTS

GULF ISLAND NATIONAL SEASHORE

SITE LOCATION

SITE LOCATION

PENSACOLA, FLORIDA NOT TO SCALE

RANGER STATION

PROJECT AREA

TO PENSACOLA BEACH

TO FT PERKINS

CAMPGROUND

INDEX OF DRAWINGS

SHEET SUB SHEET TITLE OF SHEET

1 CS COVER SHEET

2 C1 GENERAL INFORMATION

3 C2 SITE ACCESS PLAN

4 C3 DEMOLITION PLAN

5 C4 SITE PLAN

6 C5 LIFT STATION DETAIL PLAN

7 C6 LIFT STATION LAYOUT

8 C7 DETAILS

9 E001 ELECTRICAL LEGEND

10 E301 EXISTING ELECTRICAL

CONDITIONS

11 E501 ELECTRICAL RISER

AutoCAD SHX Text

GULF ISLAND NATIONAL SEASHORE

AutoCAD SHX Text Sheet

AutoCAD SHX Text Mark

AutoCAD SHX Text Date

AutoCAD SHX Text Initial

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

MATCH LINE MARK

KEYNOTE

DETAIL NUMBER

DRAWING NUMBER

X

XXXX

LEGENDS AND SYMBOLS:

DETAIL

TITLES

SHEET NO. (WHERE SHOWN)

SHEET NO. (WHERE SHOWN) XXXX

X

CENTER LINE

GENERAL NOTES:

1. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE

SUPERVISION AND COORDINATION OF ALL

CONSTRUCTION PROCEDURES.

2. THESE PLANS SHOULD BE STUDIED AND USED IN

THEIR ENTIRETY AS INFORMATION VITAL TO EACH

STAGE OF CONSTRUCTION.

3. ALL WORK SHALL BE PERFORMED IN STRICT

ACCORDANCE WITH THE APPLICABLE CODES AND

ORDINANCES IN EFFECT AT THE TIME OF PERMIT. IN

THE EVENT OF A CONFLICT, THE MORE STRINGENT

REQUIREMENT SHALL GOVERN AND BE MET.

4. ALL DIMENSIONS SHALL BE VERIFIED BY THE

CONTRACTOR AND THE CONTRACTING OFFICER MUST

BE NOTIFIED OF ANY DISCREPANCIES BEFORE

PROCEEDING WITH THE WORK.

5. COORDINATE LOCATIONS AND/OR ELEVATIONS OF

DRAINS, SLABS, GROUND, ELECTRICAL PANELS,

CONTROLS, ALARMS, ETC. WITH MECHANICAL AND

ELECTRICAL CONTRACTORS AND ARCHITECTURAL

DRAWINGS.

6. WHERE A DETAIL IS SHOWN FOR ONE CONDITION, IT

SHALL APPLY TO ALL LIKE OR SIMILAR CONDITIONS,

EVEN THOUGH NOT SPECIFICALLY MARKED ON THE

DRAWINGS.

7. THE GENERAL CONTRACTOR SHALL ENSURE THAT

CONSTRUCTION ENVIRONMENT IS MAINTAINED IN

SUCH A WAY TO INHIBIT EROSION AND SEDIMENT

CONTROL.

8. THE GENERAL CONTRACTOR SHALL REMOVE

PROMPTLY AND LEGALLY ALL ACCUMULATED DEBRIS,

PROTECT ALL EXPOSED PORTIONS OF WORK FROM

ELEMENTS, AVOID OVER- LOADING STRUCTURE, AND

SECURELY STORE ALL ITEMS TO BE USED FOR

CONSTRUCTION.

9. THE GENERAL CONTRACTOR SHALL VERIFY LOCATION

OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO

EXCAVATION.

10. THE GENERAL CONTRACTOR SHALL TAKE ALL

NECESSARY PRECAUTIONARY MEASURES TO

PROTECT THE PUBLIC AND ADJACENT PROPERTIES

FROM DAMAGE THROUGHOUT CONSTRUCTION.

11. ANY EXISTING UTILITIES TO BE ABANDONED SHALL BE

PROPERLY DISCONNECTED, PLUGGED OR CAPPED, AS

REQUIRED BY CODE OR SOUND CONSTRUCTION

PRACTICE.

12. NO CHANGES, MODIFICATIONS OR DEVIATIONS SHALL

BE MADE FROM THE DRAWINGS OR SPECIFICATIONS

WITHOUT FIRST SECURING WRITTEN PERMISSION

FROM THE CONTRACTING OFFICER.

13. WHERE LACK OF INFORMATION, OR ANY DISCREPANCY

SHOULD APPEAR IN THE DRAWINGS OR

SPECIFICATIONS, REQUEST WRITTEN

INTERPRETATION FROM THE CONTRACTING OFFICER

BEFORE PROCEEDING WITH THAT PORTION OF THE

WORK.

14. WHEN A SYSTEM OR ASSEMBLY IS SPECIFIED, ALL

A

A/E ARCHITECT/ENGINEER

ABV ABOVE

ADJ ADJUSTABLE

ADMIN ADMINISTRATION

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

ARCH ARCHITECT (URAL)

AUTO AUTOMATIC

AVG AVERAGE

& AND

@ AT

B

BLDG BUILDING

BD BOARD

B.O. BOTTOM OFF

C

CAB CABINET

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CONTRACTING OFFICER

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS(ATION)

COR CONTRACTING OFFICER

REPRESENTATIVE

D

DBL DOUBLE

DEPT DEPARTMENT

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DIV DIVISION

DN DOWN

DSC DENVER SERVICE CENTER

DTL DETAIL

DWG DRAWING

E

EA EACH

ELEC ELECTRICAL

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

ELEV ELEVATION

ENTR ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXP JT EXPANSION JOINT

EXPS EXPOSE(D)

EXT EXTERIOR

F

FAB FABRICATION

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISHED FLOOR

ELEVATION

FFL FINISHED FLOOR LINE

FIN FINISH

FLR FLOOR(ING)

FRP FIBER REINFORCED PANEL

FRT FIRE RETARDANT TREATED

FT FOOT/FEET

FURN FURNITURE

G

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL

GL GLASS

GPM GALLONS PER MINUTE

H

H HIGH

HC HANDICAP

HDWR HARDWARE

HM HOLLOW METAL

HP HORSE POWER

HT HEIGHT

HVAC HEATING, VENTILATION AND

AIR CONDITIONING

I

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

J

JAN JANITOR

JT JOINT

L

LAV LAVATORY

L LONG

LVT LUXURY VINYL TILE

M

MAINTENANCE

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MISC MISCELLANEOUS

MIN MINIMUM

MO MASONRY OPENING

MOD MODIFICATION

MTD MOUNTED

MTL METAL

N

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NPS NATIONAL PARK SERVICE

NTS NOT TO SCALE

O

OC ON CENTER

OPNG OPENING(S)

OPP OPPOSITE

OVHD OVERHEAD

P

PL PLATE

PLBG PLUMBING

PLYWD PLYWOOD

PMIS PROJECT MANAGEMENT

INFORMATION SYSTEM

PMIS NO PROJECT PMIS NUMBER

PNL PANEL

PREFAB PREFABRICATED

PREFIN PREFINISHED

PT PRESSURE TREATED

Q

QTY QUANTITY

R

R, RAD RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REINF REINFORCE (D) (ING)

REQD REQUIRED

REV REVISION

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

S

SIM SIMILAR

SPEC SPECIFICATION

SPK SPEAKER

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STRUCT STRUCTURAL

STL STEEL

STO STORAGE

SUSP SUSPENDED

T

TBD TO BE DETERMINED

TEL TELEPHONE

TEMP TEMPERED

THK THICK

TLT TOILET

T.O. TOP OF

T & G TONGUE AND GROOVE

TYP TYPICAL

TV TELEVISION

U

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

V

VAR VARIES

VERT VERTICAL

VIF VERIFY IN FIELD

W

W/ WITH

W WIDTH

WC WATER CLOSET

WD WOOD

W/O WITHOUT

WTRPRF WATERPROOFING

ABBREVIATIONS:

DEFINITIONS:

A.

B.

C.

DIMENSIONS NOTED AS "CLEAR" SHALL BE FROM FINISHED

FACE TO FINISHED FACE.

"TYPICAL" MEANS TYPICAL FOR ALL SIMILAR CONDITIONS, UNO.

WHEREVER THE TERM "OR EQUAL" IS USED, IT SHALL MEAN

EQUAL OR BETTER PRODUCT AS APPROVED BY THE

CONTRACTING OFFICER.

WORK.

14. WHEN A SYSTEM OR ASSEMBLY IS SPECIFIED, ALL

NECESSARY PARTS AND MATERIALS REQUIRED FOR A

COMPLETE INSTALLATION/SYSTEM SHALL BE

INSTALLED ACCORDING TO THE MANUFACTURERS

INSTRUCTIONS.

15. COORDINATE WITH ALL TRADES THE LOCATIONS OF

SLEEVES OR OTHER PRESET ACCESSORIES

INVOLVING OTHER TRADES.

16. THE GENERAL CONTRACTOR WILL BE HELD SOLELY

RESPONSIBLE FOR THE COMPLETION OF ALL WORK

SHOWN OR REASONABLY IMPLIED BY THESE

DRAWINGS AND/OR SPECIFICATIONS. THE GENERAL

CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND

CONDITIONS AT THE SITE AND SHALL IMMEDIATELY

NOTIFY THE CONTRACTING OFFICER IN WRITING OF

ANY DISCREPANCIES.

17. DETAILS TAKE PRECEDENCE OVER PLANS AND

ELEVATIONS - LARGER SCALE DRAWINGS TAKE

PRECEDENCE OVER SMALLER SCALE DRAWINGS.

18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE

FOR OBTAINING ALL REQUIRED PERMIT APPROVALS

PRIOR TO THE COMMENCEMENT OF ANY WORK.

19. THE GENERAL CONTRACTOR SHALL FURNISH COPIES

OF PERMITS, INSPECTIONS, AND CERTIFICATES TO

THE CONTRACTING OFFICER AS REQUESTED ALONG

WITH FIRST APPLICATION FOR PAYMENT.

20. THE GENERAL CONTRACTOR SHALL PROVIDE ALL

PERMITS AND CLOSE OUT DOCUMENTS TO

CONTRACTING OFFICER UPON COMPLETION OF

PROJECT.

21. THE DESIGN OF THIS PROJECT IS BASED UPON

INFORMATION PROVIDED BY NATIONAL PARK SERVICE

THROUGH EXISTING DRAWINGS AND ON-SITE

OBSERVATION. VERIFY ALL EXISTING DIMENSIONS AND

CONDITIONS PRIOR TO COMMENCING WORK. IF

EXISTING CONDITIONS ARE NOT AS DEPICTED OR

ANTICIPATED, NOTIFY THE CONTRACTING OFFICER

IMMEDIATELY UPON DISCOVERY AND DO NOT

PROCEED WITHOUT APPROVAL. IF CONTRACTOR

PROCEEDS WITHOUT APPROVAL, THE CONTRACTOR

ACCEPTS FULL LIABILITY FOR THAT PORTION OF

CONSTRUCTION.

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF PROJECT

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

06/08/2023

J. DOWNEY

K.BATES

L.HALE

303760

XXXXXX

XX

GULF ISLAND NATIONAL SEASHORE

GENERAL INFORMATION

REPLACE EAST LIFT STATION

C1

RANGER

STATION

TO FORT PICKENS

CAMPGROUND

TO PENSACOLA BEACH

SCALE A

SCALE OF FEET

4002000200

06/08/2023

J. DOWNEY

K.BATES

L.HALE

303760

XXXXXX

XX

GULF ISLAND NATIONAL SEASHORE

SITE ACCESS PLAN

REPLACE EAST LIFT STATION

C2

NOTES

1. APPROXIMATE 100'x75' AREA FOR CONTRACTOR LAYDOWN AND STAGING. EXACT LOCATION

TO BE APPROVED BY THE CONTRACTING OFFICER, TEMPORARY FENCE TO BE INSTALLED BY

THE CONTRACTOR FOR PROTECTION OF MATERIALS AND EQUIPMENT. CONTRACTOR SHALL

REPAIR AREA TO ITS ORIGINAL CONDITION AT THE END OF CONSTRUCTION. ACCESS FOR

CONSTRUCTION ACTIVITIES SHALL BE MONITORED BY THE CONTRACTING OFFICER IF THE

GROUND IS WET AND SATURATED.

2. CONTRACTOR EQUIPMENT AND VEHICLES SHALL BE STORED AND PARKED WITHIN THE

LAYDOWN AND STAGING AREA.

3. ALL ON-SITE ROAD SURFACE IS MACADAM UNLESS OTHERWISE STATED ON THE DRAWINGS.

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF PROJECT

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

SCALE A

SITE ACCESS PLAN VIEW

C2

RANGERSCALE OF FEET

10505

NOTES

1. EXISTING CHEMICAL FEED LINE TO BE REMOVED, NOT ABANDONED IN PLACE.

2. ALL COMPONENTS BEING REMOVED TO BE DISPOSED OF BY THE CONTRACTOR

UNLESS OTHERWISE INSTRUCTED BY THE CONTRACTING OFFICER.

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF PROJECT

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

06/08/2023

J. DOWNEY

K.BATES

L.HALE

303760

XXXXXX

XX

GULF ISLAND NATIONAL SEASHORE

DEMOLITION PLAN

REPLACE EAST LIFT STATION

C3

DEMOLITION PLAN VIEW

C3

AutoCAD SHX Text

EXISTING 1500 GAL. BIOXIDE TANK AND CONCRETE PAD TO BE REMOVED

AutoCAD SHX Text

EXISTING 50 KW GENERATOR WITH SUB FUEL TANK TO BE REMOVED CONCRETE PAD TO REMAIN

AutoCAD SHX Text

EXISTING FIBERGLASS WET WELL AND APPURTENANCES TO BE REMOVED

AutoCAD SHX Text

EXISTING FIBERGLASS VALVE BOX TO BE REMOVED

AutoCAD SHX Text

EXISTING CONTROL PANEL TO BE REMOVED CONCRETE PAD TO REMAIN.

AutoCAD SHX Text

EXISTING 6' HIGH WOODEN FENCE TO BE REMOVED

AutoCAD SHX Text

EXISTING ACCESS GATE TO BE REMOVED

AutoCAD SHX Text EXISTING 3" HDPE FORCEMAIN IN TO REMAIN. CONTRACTOR TO INSTALL BY-PASS VALVING AND RECONNECT TO NEW LIFT STATION.

AutoCAD SHX Text

EXISTING CHEMICAL FEED LINE TO BE REMOVED

AutoCAD SHX Text EXISTING 6" PVC GRAVITY LINE IN TO REMAIN. CONTRACTOR TO RECONNECT TO NEW LIFT STATION.

AutoCAD SHX Text EXISTING 4" HDPE FORCEMAIN OUT TO REMAIN. CONTRACTOR TO RECONNECT TO NEW LIFT STATION.

AutoCAD SHX Text EXISTING 4" PVC GRAVITY LINE IN TO REMAIN. CONTRACTOR TO RECONNECT TO NEW LIFT STATION.

PROPOSED 6' DIAMETER FIBERGLASS WETWELL

CONTRACTOR TO PROVIDE CONNECTIONS TO

EXISTING UTILITIES INCLUDING TWO (2) GRAVITY

CONNECTIONS AND TWO (2) PRESSURE PIPE

CONNECTIONS

NEW 12'x18' CONCRETE

PAD

SEE SHEET C6 FOR LIFT

STATION LAYOUT FOR

APPROXIMATE PIPED

CONNECTIONS

o o o o o o o o o o o o o o o o o o o o o o o o ooooooooooo

NEW 10' WIDE GRAVEL

ACCESS ROAD

oo o o

NEW 12' WIDE CHAIN

LINK GATE

NEW CONTROL PANEL

TO BE PLACED ON

EXISTING CONCRETE

PAD

NEW 50 KW

GENERATOR TO BE

PLACED ON EXISTING

CONCRETE PAD

NEW CHAIN LINK FENCE

NEW 1'x1' CONCRETE

PAD WITH POTABLE

WATER HOSE BIB

CONNECTING LINES SHOWN FOR REFERENCE.

CONTRACTOR TO FIELD LOCATE GRAVITY AND

PRESSURE PIPES TO DETERMINE CONNECTION

POINTS TO NEW WET WELL.

NEW CONCRETE PAD

FOR 250 GALLON

GENERATOR FUEL

STORAGE TANK

SCALE ASCALE A

SITE PLAN

C4

SCALE OF FEET

NOTES

1. 4" PF FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) #57 STONE, 60 MIL

GEOFABRIC WEED CONTROL LINER UNDER STONE PLACED AT ALL NON-PAVED

AREAS WITHIN CHAIN LINK FENCE

2. SEE SHEETS C5 & C6 FOR LIFT STATION PLAN AND SECTION DETAILS.

3. SEE ELECTRICAL PLANS FOR ELECTRICAL CONNECTIONS

4. CONTRACTOR SHALL BRING IN SAND FILL AS REQUIRED TO MATCH ORIGINAL

GRADE.

5. CONTRACTOR TO PROVIDE TEMPORARY PUMPING OF SANITARY SEWER TO MAINTAIN

OPERATIONS THROUGHOUT CONSTRUCTION. TEMPORARY PUMPING SHALL BE

SUBMITTED AND APPROVED BY THE CONTRACTING OFFICE PRIOR TO USE.

6. APPROXIMATELY 60' IN 1" PVC MAY BE NEEDED FOR WATER LINE EXTENSION.

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF PROJECT

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

06/08/2023

Jim Downey

Ken Bates

Lee Hale

303760

XXXXXX

XX

GULF ISLAND NATIONAL SEASHORE

SITE PLAN

REPLACE EAST LIFT STATION

C4

10505

32'-8"

18'-0"

12'-0"

40'-0"

35'-0"

NOT TO SCALE

PUMPS OFF FLOAT SWITCH EL. 4.50 FT

FOUR SST OPTI-FLOAT WEIGHTS

WELDED TO BOTTOM OF POLE

FOR STABILITY

TYPE 316 STAINLESS STEEL

COMMON BASE PLATE SHALL

BE LAMINATED TO BOTTOM

9" THICK FDOT #57 STONE

(COMPACT TO 95% DENSITY

LEAD PUMP ON FLOAT SWITCH EL. 5.50 FT

LAG PUMP ON FLOAT SWITCH EL. 6.50 FT

HIGH LEVEL ALARM FLOAT SWITCH EL. 7.50 FT

FLOAT CABLE/POLE ASSEMBLY

SST SWAY BRACE, TYPICAL

1. THE PUMPS SHALL HAVE A 5 YEAR 100% PARTS AND LABOR WARRENTY AS PROVIDED BY THE PUMP

MANUFACTURER.

2. PRESSURE GAUGE SIZED TO READ NO MORE THAN 1-1/2 TIMES THE MAXIMUM PRESSURE PUMP PROVIDES AT DEAD

HEAD.

3. FLOAT POLE ASSEMBLY CONSISTS OF A 1” SST PIPE WITH SST LIFTING CHAIN MOUNTED TO WELED EYE. CHAIN SHALL BE LONG ENOUGH TO POSITION THE FLOATS AT THE REQUIRED DEPTH. FIBER OPTIC “OPTI-FLOATS” ARE WEIGHTLESS AND MOUNT TO POLE WITH PIPE CLAMPS. ONE SST WEIGHT FOR EACH FLOAT IS WELDED TO BOTTOM

OF FLOAT POLE FOR STABILITY.

4. ALL PIPE AND FITTINGS MUST BE 3” DIAMETER SCH 40 TYPE 316 STAINLESS STEEL W/ MINIMUM 125 LB FLANGES.

5. VALVES MUST BE 316 STAINLESS STEEL.

6. PIPE DISCHARGE PENETRATIONS FROM WET WELL MUST BE VIA INTERGRAL FIBERGLASS SLEEVES WITH RUBBER

LINK SEALS AND SST HARDWARE.

7. KSB PUMP GUIDE RAIL SYSTEM MUST BE UTILIZED AND SHALL INCLUDE: 2”x3” BASE ELBOWS OF CAST “WHITE

CHROMIUM IRON” WITH 5 YEAR ABRASION WARRENTY (STANDARD CAST IRON WILL NOT BE ACCEPTABLE), DUAL 2” SCH 40 TYPE 316 STAINLESS STEEL GUIDE RAILS, PUMP “CLAWS” THAT WRAP AROUND PIPE (RAIL CLAWS THAT FIT

BETWEEN RAIL PIPE WILL NOT BE ACCEPTABLE).

8. KSB MIXER MAST MUST BE INTEGRATED INTO NEW WET WELL AND MUST BE HEAVY-DUTY 2”x2” SQUARE TYPE 316 SST WITH RUBBER COMPRESSION INSERT UPPER MAST BRACKET, AND LOWER BRACKET SECURED TO COMMON

BASE PLATE.

9. HATCH COVERS BY USFF: ODOR REDUCTION GASKETED WET WELL HATCH SHALL BE 1/4” THICK DIAMOND PLATE ALUMINUM, ROUND WITH DOUBLE LEAFS AND SAFETY GRATES. EACH LEAF SHALL HAVE A SLAM LOCK. VALVE BOX SHALL BE 48”x48” SQUARE, DOUBLE-DOOR WITH SLAM LOCK (NO SAFETY GRATES).

10. EXISTING CONTROL PANEL AND ELECTRICAL BACKBOARDS/RACK TO REMAIN.

11. EXISTING PUMPS, MIXER, AND FLOATS SHALL BE SUBMITTED TO CERTIFIED KSB REPAIR SHOP “GULF COAST

ELECTRIC MOTOR” LOCATED IN PENSACOLA, FL OR APPROVED EQUAL TO BE INSEPECTED, CLEANED. PUMPS AND MIXER SHALL BE PRESSURE WASHED HAVE KSB PAINT APPLIED AS NEEDED TO COVER ANY SCRATCHES AND TO MAKE LOOK “LIKE NEW”. AFTER BEING CLEANED PUMPS, MIXER AND FLOTAS SHALL BE SUBMITTED TO NPS FOR

STORAGE.

12. REPAIR KITS AND REPLACEMENT MIXER SHALL BE SUBMITTED TO NPS AS PART OF THE PROJECT.

13. ELEVATIONS SHOWN AS APPROXIMATE. NO SURVEY HAS BEEN PROVIDED. CONTRACTOR TO VERIFY ALL

ELEVATIONS AND FIELD ADJUST TO MEET EXISTING CONDITIONS FOR PIPE PENETRATIONS.

14. FLOAT ELEVATIONS MAY BE ADJUSTED AS NEEDED. THE FOLLOWING HEIGHTS ARE THE REQUIRED FLOAT HEIGHTS

MEASURED FROM THE BOTTOM OF THE WETWELL.

14.1. LEAD PUMP ON: 2'-0"

14.2. LAG PUMP ON: 3'-0"

14.3. HIGH LEVEL ALARM: 4'-0"

14.4. HIGH LEVEL ALARM SHOULD BE AT LEAST 6" BELOW LOWEST GRAVITY INVERT INTO THE WET WELL.

15. UPON FINAL DEPTH DETERMINATION MADE BY CONTRACTOR, CONTRACTOR TO PROVIDE BUOYANCY CALCULATIONS AND MUST INSTALL PROPER COUNTERMEASURES TO PREVENT UPLIFT. DESIGN FOR UPLIFT PREVENTION MUST BE SIGNED AND SEALED BY A STATE OF FLORIDA REGISTERED PE. FOR COST ESTIMATING PURPOSES, AN 8' DIAMETER

CONCRETE SLAB 2.0' THICK AS THE BASED OF THE WET WELL MAY BE CONSIDERED.

S A

FE

TY

G R

A

TE

BOTTOM EL: 2.00 FT.

WETWELL DEPTH

APPROX. 10'

6" DIA. x 12' DEEP FRP WET WELL

WITH 12" [1:1] PITCHED. BENCHED

BOTTOM AND 6" FLANGE

KSB 1.7 HP AMAMIX MIXER

MODEL C222/14DG MOUNTED

ON 2" SQ TYPE 316 SST MAST

SST LIFTING CHAIN

TYPICAL FOR 2 PUMPS

3" SCH 40 TYPE 316 SST

DISCHARGE PIPING (TYP.)

2" SCH 40 TYPE 316 SST

GUIDE RAIL AS PER PUMP

MANFACTURER

SST HANGER BAR FOR

FLOAT AND MIXER

CABLES, AND PUMP

CORDS AND CHAINS (TYP.)

MIXER SHALL HAVE RUBBER

COMPRESSION INSERT

UPPER MAST BRACKET

TOP EL: 6" ABOVE EXISTING GRADE ELEVATION

DOUBLE-DOOR SPLIT HATCH COVER OF

H2O TRAFFIC RATED ALUMINUM

DIAMOND PLATE WITH TYPE 316 SST

HARDWARE, ODOR-CONTROL GASKET,

AND SAFETY GRATES WITH SAFETY

ORANGE POWDER COAT

BANJO VC330

ANTI-VORTEX VENT CAP

WITH BUG SCREEN ON 3"

SST VENT PIPE RISER

3" SS PLUG VALVE

NOTE:

FIBERGLASS WET WELL MUST SHIP COMPLETELY ASSEMBLED AND FOLLOWING ITEMS INTEGRATED: PIPE, FITTINGS, VALVES, PRESSURE BRACES, GAUGES, BRACES, BRACKETS, KSB GUIDE RAIL SYSTEMS, KSB MIXER MAST SYSTEM, ODOR REDUCTION GASKETED HATCH COVERS, 3" SST VENT PIPE WITH PVC "BANJO VENT" WITH SST BUG SCREEN, CONTAINMENT AREA DRAIN CONNECTION. IN ORDER TO ASSURE QUALITY, THE WET WELL AND VALVE BOX MUST BE SUPPLIED BY "FIBERGLASS TANK SOLUTIONS." SUBMITTAL DATA FROM FIBERGLASS TANK SOLUTIONS WILL INCLUDE STRUCTURAL AND ANTI-FLOTATION CALCULATIONS STAMPED BY THIRD PARTY STATE OF FLORIDA LICENSED ENGINEER AND WILL INCLUDE CONCRETE BASIN

DESIGN.

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF PROJECT

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

4" HDPE SANITARY

FORCEMAIN - SEE C6 FOR

FLOW METER AND

EMERGENCY BYPASS PIPING

TWO (2) KSB 15 HP SUBMERSIBLE

WASTEWATER PUMPS

LIFT STATION SECTION VIEW

C5

06/08/2023

J. DOWNEY

K.BATES

L.HALE

303760

XXXXXX

XX

GULF ISLAND NATIONAL SEASHORE

LIFT STATION DETAIL

REPLACE EAST LIFT STATION

C5

3" SS CHECK VALVE

3" SS TEE WITH MOUNTED

PRESSURE GAUGE

4" PLUG VALVE W/

FIBERGLASS REINFORCED

VALVE VAULT AND TRAFFIC

RATED NDS LID.

4" HDPE CLEANOUT

W/ ZURN SST FINISH

COVER

6" THICK 4,000 PSI CONCRETE PAD

REINFORCED WITH W2.9XW2.9, W.W.F, ASTM

GRADE 60 STEEL 2" FROM BOTTOM OF PAD

(SEE SHEET C3 FOR SIZING)

4" HDPE DR 11 WELD ON

STEEL TRANSITION FITTING

EXISTING 3" SST FORCEMAIN

TO REMAIN. CONTRACTOR TO

RECONNECT TO NEW LIFT STATION

EXISTING 6" PVC GRAVITY

PIPE TO REMAIN. CONTRACTOR TO

RECONNECT TO NEW LIFT STATION

EXISTING 4" PVC GRAVITY

PIPE TO REMAIN. CONTRACTOR TO

RECONNECT TO NEW LIFT STATION

3" SS CHECK VALVE

3" SS PLUG VALVE

3" SS TEE MOUNTED PRESSURE GAUGE

4" SST PLUG VALVE

4" SST PLUG VALVE

PROPOSED 3" SST PLUG VALVE

4" HDPE EMERGENCY BYPASS

12'X18' CONCRETE PAD

EXISTING CONTROL PANEL PAD TO REMAIN

(ABOVE GROUND PANEL TO BE REMOVED AND

REPLACED WITH ENTIRELY NEW STRUCTURE)

KSB 15 HP SUBMERSIBLE

WASTEWATER PUMP

KSB 15 HP SUBMERSIBLE

WASTEWATER PUMP

KSB 1.7 HP AMAMIX MIXER

MODEL C222/14DG MOUNTED

ON 2" SQ TYPE 316 SST MAST

DOUBLE-DOOR SPLIT HATCH COVER OF

H2O TRAFFIC RATED ALUMINUM

DIAMOND PLATE WITH TYPE 316 SST

HARDWARE, ODOR-CONTROL GASKET,

AND SAFETY GRATES WITH SAFETY

ORANGE POWDER COAT (SEE DETAIL)

4" MAGNETIC-INDUCTIVE

FLOW METER

RATED FOR 30 GPM-200 GPM MIN.

W/ METER BOX

VALVING ORDER MATCHES

OTHER PUMP ALIGNMENT

4" PLUG VALVE

(BURIED VALVE)

W/ VALVE

BOX

4" SST CLEANOUT

6' DIAMETER FIBERGLASS

WET WELL

1'x1' CONCRETE PAD

24" TALL STEEL HOSE BIB STAND

PIPE WITH STANDARD WATER

HOSE CONNECTION

SST TO HDPE TRANSITION

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF PROJECT

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

06/08/2023

J. DOWNEY

K.BATES

L.HALE

303760

XXXXXX

XX

GULF ISLAND NATIONAL SEASHORE

LIFT STATION LAYOUT

REPLACE EAST LIFT STATION

C6

NOT TO SCALE

LIFT STATION PLAN VIEW

C6

NOTES:

1. EMERGENCY BYPASS IS NOT ABLE TO SUSTAIN FULL DESIGN FLOW. THE FLOW RATE WILL BE REDUCED, BUT COULD PROVIDE RELIEF OF

ALTERNATIVE MEANS OF FLOWING WASTEWATER IN CASE OF EMERGENCY OUTAGE AT THIS LIFT STATION. FLOW METER IS DOWNSTREAM OF

EMERGENCY BYPASS FOR ACCURATE CALCULATION OF FLOW IN EMERGENCY SITUATIONS.

2. ALL VALVE VAULTS AND METER BOX SHALL HAVE TRAFFIC RATED LIDS.

SST OIL-FILLED,

BACK-MOUNT

PRESSURE GAUGE (SEE

NOTE 2)

SST DIAPHRAGM

ASSEMBLY FOR GAUGE

DAMPENING

1/4" SST BALL

VALVE FOR

GAUGE ISOLATION

CHECK VALVE COVER

SHOWN ROTATED WITH

LEFT SIDE COVER AND

SAFETY GRATE OPEN

GRATING SHALL HAVE

SAFETY ORANGE

POWDER COAT FINISH

NOT TO SCALE

PRESSURE GAUGE DETAIL

C6

NOT TO SCALE

WETWELL HATCH DETAIL

C6

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

OF

TITLE OF PROJECT

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

06/08/2023

J. DOWNEY

K.BATES

L.HALE

303760

XXXXXX

XX

GULF ISLAND NATIONAL SEASHORE

DETAILS

REPLACE EAST LIFT STATION

C7

NOTES:

1. BRACING SYMMETRICAL ABOUT CORNER AND INTERMEDIATE POSTS.

2. FASTEN THE BOTTOM TENSION WIRE WITHIN THE BOTTOM 6" OF FABRIC

3. ALL TENSION WIRE SHALL MATCH FENCE FABRIC

4. TENSION WIRE SHALL BE SECURELY FASTENED TO THE CORNER POSTS, AND

SHALL BE TAUT AND FREE OF SAG.

5. FENCE INSTALLER TO PROVIDE DETAIL FOR GROUNDING FENCE FOR

LIGHTING AT ALL FOUR CORNERS.

6. FENCING SHALL PROVIDE 1' WIDE, 4" THICK STRIP OF CONCRETE WITH THE

FENCE CENTERED OVER THE STRIP TO PROVIDE EASIER MAINTENANCE FOR

PARK STAFF. CONCRETE TO BE REINFORCED WITH W2.9XW2.9 W.R.F.

3/8" Ø

TRUSS

ROD

HOOK

BOLT

STRETCHER

BOLT

TRUSS

ROD

TOP

HINGE

GATE

POST

BOTTOM

HINGE

GATE FRAME AND

SOCKET BALL

SLOPE TO

GRADE

1" (TYP.)

GATE

FRAME

FORK

CATCH

LOCK

KEEPER

FOR

PADLOCK

PLUNGER

ROD

GATE

FRAME

UPPER

FORK

LOCK

KEEPER

GUIDE

8" TRUSS

ROD

TRUSS

TIGHTENER

SEE DETAIL

ON THIS

SHEET

STRETCHER

BAR

TRUSS

ROD

END CORNER OR

INTERMEDIATE POST

(SEE NOTE 1)

LINE

POST

WITH

BRACE

LINE POST WITH BRACE

3000 PSI

CONCRETE

(TYP.)

TOP RAIL GATE

POST

PLUNGER

ROD

BOTTOM GATE

HINGE, SEE

DETAIL ON THIS

SHEET

CATCH

BLOCK

10'-0" MAX 10'-0" MAX

7'-0"

FABRIC

HEIGHT

1" MAX

8" DIA. MIN.

2'-0"

MIN

NOT TO SCALE

CHAINLINK FENCE ELEVATION VIEW

C7

NOT TO SCALE

TYPICAL FABRIC TIE DETAIL

C7

NOT TO SCALE

TRUSS TIGHTENER DETAIL

C7

NOT TO SCALE

TYPICAL GATE LOCKING DEVICE

C7

NOT TO SCALE

GATE HINGE DETAIL

C7

TABLE 1

GATE LEAF WIDTHS GATE POST FOOTING SIZE GATE FRAME SIZE

6'-0" WIDE 1'-0" DIA. X 3'-0" DEEP 1.900" O.D., 2.28 LBS/FT

TABLE 2

FABRIC HEIGHT END CORNER OR INTERMEDIATE

POST FOOTING SIZE LINE POSTS FOOTING SIZE

7-0" 1'-0" DIA. X 3'-6" DEEP 10" DIA. X 3'-6" DEEP

OR AS SPECIFIED

FILL MATERIAL IN 12" LIFTS

PLACE AND COMPACT COMMON

4'MIN. FOR SHEETED

4/3 OD+18"

6" BEDDING

PRIMARY ZONE

SECONDARY ZONE

FINAL BACKFILL

SHEETED UNSHEETED

SIDE SLOPE PERSHEETING

AS REQ'D

FINISH GRADE

OSHA REQUIREMENTS

3M MARKER TAPE

OD

(36" MIN.)

SPRINGLINE OF PIPE

24"

MAX DEPTH 18 INCHES

NOTES:

1. BEDDING SHALL BE #57 STONE IF PIPE BEDDING IS YIELDING

2. PRIMARY & SECONDARY ZONES SHALL BE INDIVIDUALLY COMPACTED LAYERS OF CLEAN

FILL

3. COMPACTION OF BACKFILL BENEATH PAVEMENT SHALL BE 98% OF AASHTO T-180, ALL

OTHER AREAS SHALL BE 95% OF AASHTO T-180 UNLESS OTHERWISE REQUIRED BY AN

AUTHORITY HAVING JURISDICTION

4. PLACE APPROVED 3M MARKER TAPE OR EQUAL DIRECTLY ABOVE THE CENTERLINE OF

THE PIPE.

5. SLOPES, BENCHING, OR SHORING SHALL BE PER OSHA REQUIREMENTS

6. SHEETING SHOWN FOR REFERENCE. CONTRACTOR TO FOLLOW ALL OSHA AND OTHER

SAFETY STANDARDS WHEN USING SHEETING.

NOT TO SCALE

TYPICAL PIPE TRENCH

C7

NORMAL EXCAVATION LIMIT FOR

COMPACTED FILL BEDDING

EXCAVATION LIMITS FOR DRY

UNDISTURBED EARTH BEDDING

A AMPS, AMPERES

AB AS-BUILT

AC ALTERNATING CURRENT

AFCI ARC FAULT CIRCUIT

INTERRUPTOR

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

AIC AMPERE INTERRUPTING CAPACITY

AL ALARM

AM AMMETER

AT ASTRONOMIC TIMER

ATS AUTOMATIC TRANSFER SWITCH

AWG AMERICAN WIRE GAUGE

C CONDUIT

CB CIRCUIT BREAKER

CCTV CLOSED CIRCUIT TELEVISION

CKT CIRCUIT

CL CENTER LINE

CLG CEILING

CLR CLEARANCE

COR THE CONTRACTING OFFICER

REPRESENTATIVE

CPVC CHLORINATED POLYVINYL

CHLORIDE

CT CURRENT TRANSFORMER

CTR COUNTER

CU COPPER

DC DIRECT CURRENT

DIA DIAMETER

DS DISCONNECT SWITCH

EA EACH

ELEC ELECTRICAL

EMER EMERGENCY

EMT ELECTRICAL METALLIC TUBING

ES EMERGENCY STOP

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FC FULLY CLOSED

FLA FULL LOAD AMPS

FO FULLY OPEN

FU FUSE

GC GENERAL CONTRACTOR

GFCI GROUND FAULT CIRCUIT

INTERRUPTOR

GND GROUND

HP HORSEPOWER

HZ HERTZ

IMC INTERMEDIATE METAL CONDUIT

JB JUNCTION BOX

KVA KILO-VOLT AMP(S)

KW KILO-WATT

KWH KILO-WATT HOUR(S)

LTG LIGHTING

LTS LIGHTS

LO LOCKOUT

MC METAL-CLAD CABLE

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MFR MANUFACTURER

MLO MAIN LUGS ONLY

MTD MOUNTED

MTG MOUNTING

MTR METER

MTS MANUAL TRANSFER SWITCH

N NEUTRAL

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL

CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS

ASSOCIATED

NO NORMALLY OPEN

NOM NOMINAL

NTS NOT TO SCALE

OC OVERCURRENT

OCPD OVERCURRENT

PROTECTION DEVICE

OD OUTSIDE DIAMETER

OL OVERLOAD

P POLE

PB PUSHBUTTON

PH PHASE

PNL PANELBOARD

POE POWERED OVER

ETHERNET

PVC POLYVINYL CHLORIDE

QTY QUANTITY

RA REMOTE ANNUNCIATOR

RCC RELAY CONTROL CABINET

REF REFERENCE

REQD REQUIRED

RMC RIGID METAL CONDUIT

SW SWITCH

SWB SWITCHBOARD

SWGR SWITCHGEAR

UC UNDER COUNTER

UL UNDERWRITERS

LABORATORY

UNO UNLESS NOTED

OTHERWISE

V VOLT(S)

VA VOLT-AMPERE(S)

VFD VARIABLE FREQUENCY

DRIVE

VSD VARIABLE SPEED DRIVE

W WATT(S)

WP WATER PROOF

XFMR TRANSFORMER

ABBREVIATIONS:

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/9

/2

:2

:1

P M

ELECTRICAL LEGENDE001

J. SERRADAS

J. SERRADAS

J. MORGAN

9 11

EAST LIFT STATION XX

XXXXXX

GUIS 303760

GULF ISLAND NATIONAL SEASHORE6/8/2023

E001

1 WORK SITE

PROJECT SITE

Jeff Morgan FL Stamp - JKM Simple

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/9

/2

:2

:1

P M

EXISTING ELECTRICAL

CONDITIONSE301

J. SERRADAS

J. SERRADAS

J. MORGAN

10 11

EAST LIFT STATION XX

XXXXXX

GUIS 303760

GULF ISLAND NATIONAL SEASHORE6/8/2023

E301

1 METER,SERVICE DISC, ATS

E301

2 ATS, GEN. DISC, AUTO-DIALER

E301

3 EXISTING DIESEL GENERATOR

E301

4 PUMP CONTROLLER

E301

5 PANEL SERVING AREA

E301

6 PANEL, SPD, PUMP CONTROLLER

NOTE: THIS SHEET IS PROVIDED FOR REFERENCE OF EXISTING CONDITIONS AND EQUIPMENT LAYOUT.

M

ATS

200A

240V/120V 3Ø, 4W

EXISTING

PANEL LP

60A MCB

208/120V 3Ø, 4W

7 8

50KW

GENERATOR

M

5 6

7 9

BELOW GRADE

20 20

EXISTING

CONCRETE PAD

EXISTING STEEL MOUNTING

CHANNEL SYSTEM

6 7

EXISTING

CONCRETE PAD

EXISTING STEEL MOUNTING

CHANNEL SYSTEM

6 7

LIFT STATION PUMP

CONTROL PANEL

120/240V, 1PH, 4W

C O

N T

R O

L S

P

-2 A

P

-1 A

P

-6 A

P

-6 A

P

-1 A

P

-1 A

15 HP

PUMP

15 HP

PUMP

MIXER

11 11 12

TO ATS

LOCATED IN WET WELL

212121

A. REMOVE EXISTING PUMPS AND WELL ASSEMBLIES, ELECTRICAL

CONNECTIONS, CONDUIT, AND WIRING MARKED FOR DEMO BACK TO SOURCE

B. ALL UNDERGROUND CONDUIT TO BE BURIED A MINIMUM OF 24 INCHES

BELOW GRADE.

C. MINIMIZE OUTAGES, COORDINATE ANY REQUIRED OUTAGES WITH

CONTRACTING OFFICER.

D. PRIOR TO DEMOLITION, FIELD VERIFY CONDUITS, CONDUCTORS, AND CABLES

THAT PASS THROUGH AND SERVE AREAS OUTSIDE THE SCOPE OF WORK.

MAINTAIN CONTINUITY OF SYSTEMS. PROTECT OR RELOCATE SYSTEMS TO

PREVENT DAMAGE. RESTORE SYSTEMS TO NORMAL OPERATION.

COORDINATE SYSTEM OUTAGES WITH OWNER.

E. IDENTIFY NONFUNCTIONING EQUIPMENT AND DEVICES TO REMAIN AFTER

DEMOLITION. NOTIFY CONTRACTING OFFICER IN WRITING PRIOR TO

DEMOLITION. UPON COMPLETION OF WORK, ENSURE THAT EXISTING

EQUIPMENT AND DEVICES OPERATE PROPERLY.

F. IN AREAS REQUIRING THE PERFORMANCE OF WORK OF OTHER TRADES,

CAREFULLY DISCONNECT, MAKE SAFE, REMOVE AND STORE ELECTRICAL

ITEMS IN PATH OF WORK. REINSTALL AND RECONNECT AFTER COMPLETION

OF OTHERS TRADE'S WORK.

G. DRAWINGS REFLECT EXISTING CONDITIONS FROM GENERAL OBSERVATIONS

AND ARE NOT INTENDED TO INDICATE DETIALS OR DIMENSIONS. VERIFY

EXISTING CONDITIONS PRIOR TO PERFORMING WORK. NOTIFY CONTRACTING

OFFICER IN WRITING IF CONDITIONS ARE DISCOVERED THAT PREVENT

EXECUTION OF WORK.

H. UPDATE PANELBOARD DIRECTORIES TO INCLUDE MODIFICATIONS BY THIS

PROJECT. TRACE CIRCUITS TO IDENTIFY UNLABELED LOADS.

I. ALL NEW CONDUIT SHALL BE CPVC BELOW GRADE AND PVC-COATED RIGID

METAL CONDUIT ABOVE GRADE.

J. ALL NEW EXTERIOR ENCLOSURES SHALL BE NEMA 4X RATED.

K. ALL WIRING TO BE COPPER THHN/THWN. ANY WIRING DIFFERENT THAN THIS

SPECIFICATION MUST BE APPROVED BY THE CONTRACTING OFFICER PRIOR

TO USE.

GENERAL NOTES:

4000 PSI CONCRETE SLAB

ON GRADE-18"

THICK WITH #4 AT 12"

EACH WAY TOP AND

BOTTOM

6" MIN, TYP

4000 PSI CONCRETE

CONCRETE ANCHOR

FINISH GRADE

STANDARD HOOK,

TYPICAL #4

@ 12" O.C

1'-0", TYP

6", TYP

3" CLR

3" CLR,

TYP UNO

CHAMFER EDGE

GENERATOR

GENERATOR

6" MIN,

TYP

6" MIN,

TYP

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/9

/2

:2

:1

P M

ELECTRICAL RISERE501

J. SERRADAS

J. SERRADAS

J. MORGAN

11 11

EAST LIFT STATION XX

XXXXXX

GUIS 303760

GULF ISLAND NATIONAL SEASHORE6/8/2023

NOT TO SCALEE501

1 ELECTRICAL RISER DEMOLITION

NOT TO SCALEE501

3 ELECTRICAL RISER NEW WORK

NOT TO SCALEE501

2 LIFT STATION - ENLARGED PLAN DEMOLITION

NOT TO SCALEE501

4 LIFT STATION - ENLARGED PLAN NEW WORK

NOT TO SCALEE501

6 LIFT STATION PUMP CONTROL ONE-LINE DIAGRAM

NOT TO SCALEE501

5 GENERATOR PAD DETAIL

RISER SHEET NOTES

SEE MASTER KEY ON E101 FOR COMPLETE LIST

TAG # TAG DESCRIPTION

1 SERVICE METER, EXISTING TO REMAIN.

2 SERVICE DISCONNECT, EXISTING TO REMAIN.

3 DEMO EXISTING AUTOMATIC TRANSFER SWITCH

4 DEMO GENERATOR DISCONNECT SWITCH.

5 RANGER STATION AUTO-DIALER, EXISTING TO REMAIN.

6 EXISTING 60A MCB, 120/240V, 1Ø, 4W, PANEL SERVING AREA TO REMAIN.

7 SURGE PROTECTION DEVICE, EXISTING TO REMAIN.

8 DEMO EXISTING PUMP CONTROLLER, STEEL CHANNEL SYSTEM TO REMAIN.

9 PROVIDE AND INSTALL NEW PUMP CONTROLLER, MOUNT TO EXISTING STEEL

CHANNEL SYSTEM.

10 PROVIDE 2#12 & 1#12G. IN 3/4" CONDUIT FOR GFCI RECEPTACLE.

11 PROVIDE 3#4 & 1#10G. IN 1-1/2" CONDUIT FOR LIFT PUMP MOTOR ROUTED A

MINIMUM OF 24"BELOW GRADE.

12 PROVIDE 3#12 & 1#12G. IN 1" CONDUIT FOR MIXER MOTOR ROUTED A MINIMUM

OF 24"BELOW GRADE.

13 PROVIDE AND INSTALL NEW 200A, 120/240V, 1Ø, 4W, AUTOMATIC TRANSFER

SWITCH.

14 DEMO EXISTING 50KW DIESEL GENERATOR AND CONCRETE HOUSEKEEPING

PAD.

15 PROVIDE AND INSTALL NEW 80KW PROPANE GENERATOR WITH 250 GALLON

PROPANE TANK AND ALUMINUM SOUND ATTENTUATOR ENCLOSURE. REFER

TO 1/C4 FOR MORE INFORMATION ON PROPANE TANK LOCATION.

16 PROVIDE NEW CONCRETE HOUSEKEEPING PAD FOR 80KW GENERATOR. SEE

DETAIL 5/E501 FOR MORE INFROMATION, WIDTH AND LENGTH TO BE

COORDINATED WITH ACTUAL GENSET SIZE.

17 REPLACE CONDUIT AND WIRING ONE FOR ONE, ROUTE UNDERGROUND FROM

PANEL LP TO GENERATOR.

18 DEMO CONDUIT AND FEEDERS BACK TO ATS,

19 REPLACE CONDUIT AND WIRING ONE FOR ONE, ROUTE UNDERGROUND FROM

ATS TO GENERATOR.

20 EXISTING CONDUIT AND WIRING. LEAVE INTACT.

21 PROVIDE AND INSTALL CONDUIT SEALS AS REQUIRED BY N.E.C. CLASS 1

DIVISION 1.

22 INCOMING SERVICE FROM EXISTING UTILITY TRANSFORMER.

23 PROVIDE AND INSTALL (1 SET) 4#3/0, 1#6 GND IN 2" CONDUIT FROM ATS TO

PUMP CONTROLLER.

24 PROVIDE AND INSTALL (1 SET) 4#3/0, 1#6 GND IN 2" CONDUIT FROM ATS TO

GENERATOR ROUTED A MINIMUM OF 24"BELOW GRADE.

25 PROVIDE AND INSTALL CONTROL WIRE FROM ATS TO GENERATOR IN 1"

CONDUIT ROUTED A MINIMUM OF 24"BELOW GRADE.

26 PROVIDE AND INSTALL (1 SET) 3#12 & 1#12G. IN 3/4" CONDUIT ROUTED A

MINIMUM OF 24"BELOW GRADE FOR GENERTATOR BATTERY CHARGER.

27 ENSURE ATS HAS ADEQUATELY SIZED LOAD LUGS TO DOUBLE FEED BOTH

EXISTING PANEL AND NEW PUMP CONTROLLER.

28 ELECTRICAL EQUIPMENT LOCATED INSIDE OF PUMP CONTROLLER

ENCLOSURE.